HomeMy WebLinkAbout022-1033-30-110
Wisconsin Department of Commerce S"L EVALUATION REPORT Page I of 3
Division of Safety and Buildings
a mm 85, Wis. Adm. Code
County ST. CROIX
Attach complete site plan on paper not less than b+melft in size. Plan must
include, but not limited to: vertical and Mer reference point (BM), direction and Parcel I.D. (Pending)
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 22 -
Please print all information. Review by Date~Personal information you provide may be used for secanda s. 15. (1) (m)). 7
Property Owner Pro Location
THEODORE & PAMELA NSON Govt. of SW 1/4 NE 1/4 S T 28 N R 18 E❑(or)❑W
Property Owner's Mailing Address A P Lot # Block # Subd. Name or CSM#
1453 C.T.H. N :~~c4 2a9 & en mg
City State Zip Code one N-VM ❑ Village Town Nearest Road
Roberts, WI 54023 ( 71 42 - Division Avenue Kinnickinnic
New Construction Use[D Residential / Number of bedrooms 3 or 4 Code derived design flow rate 450 or 600 GPD
Q Replacement Public or commercial - Describe:
Parent material loess over till Flood Plain elevation if applicable N ft.
General comments Mound System 0.5 ft. sand fill 0.4 loading rate
and recommendations:
To be designed by designer at construction time.
u. v
F71 Boring # 11 Boring
❑ • pit Ground surface elev. 90.15 ft. Depth to limiting factor 31 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fg
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Ef1#1 'Eff#2
1 0-5 10YR3/2 fsl 2fsbk mvfr cb 3vf-m 0.4 0.8
2 5-12 IOYR3/2 fsI 2f-msbk mvfr ab 2vf-m 0.4 0.8
3 12-26 7.5YR3/3 sl 2fsbk mvfr cs 1vf-m 0.6 1.0
4 26-31 7.5YR3/3 fs Os ml ab lvf-f 0.5 1.0
5 31-36 10YR6/3 f2d 10YR4/6 fs Om mvfr 0.5 1.0
(Some gr.)
F2 Boring # ❑ Boring 93.80 33
Q pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. I*Eff#1 'Eff#2
1 0-5 10YR3/2 fsl 2fsbk mvfr cb 3vf-m 0.4 0.8
2 5-12 10YR3/2 fsl 2f-msbk mvfr ab 2vf-m 0.4 0.8
3 12-31 7.5YR3/3 - fsl If--msbk mvfr aw lvf-m 0.2 0.6
4 31-33 10YR6/3 fs Osg ml aw 0.5 1.0
5 33-35 10YR6/3 flf 10YR6/6 fs Om mvfr 0.5 1.0
Some gr; few cobs)
' Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mgA- * Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) re CST Number
Ma Jo Hollister ollister's Soil Testing & Design) d 224832
Address Date Evaluation Conducted Telephone Number
W9875 690th Avenue, River Falls, WI 54022 04 - 09 - 07 (715) 426 - 1775
) (Pending) Page 2 of 3
Property Owner BENSON, Theodore (Lot Parcel ID #
~
3 Boring # 11 Boring
g E] Pit Ground surface elev. 94.95 ft Depth to limiting factor 33 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-5 IOYR2/2 fsl 3fsbk mvfr cb 3vf-m 0.4 0.8
2 5-10 IOYR2/2 fsl 2f-msbk mvfr cs 2vf-m 0.4 0.8
3 10-19 10YR3/3 fsl 2f-msbk mvfr cs 2vf-m 0.4 0.8
4 19-25 10YR5/3 fsl if-msbk mvfr cs Ivf-m 0.2 0.6
5 25-33 IOYR6/3 fs Om ml cs 0.5 1.0
6 33-38 10YR6/3 f2d IOYR4/6 fs Om mvfr 0.5 1.0
orizon 6 has broken bands of I OYR3/ fsl.
❑ Boring # LJ Boring
Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
❑ Boring # H Boring
Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
* Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
SBD-8330Tmt (R.07/00)
Plot Plan for Site and Soil Evaluation Page 3 of 3
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Property Owner
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Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3
Division of Safety and Buildings j
in accordance with m s. dm. e
county ST. CROIX
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must
include, but not limited to: vertical and horizontal reference ful`Lf3J Parcel I.D. (Pending)
percent slope, scale or dimensions, north arrow, and location and distance to nearest road.
Please print all information. Revie by Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Property Owner G E I V E D rty Location
THEODORE & PAMELA BEN Go . Lot SW 1/4 NE 1/4 S 12 T 28 N R 18 E (or) W
Property Owner's Mailing Address Lot Block # Subd. Name or CSM#
1453 C.T.H. N APR 2 4 2007 !et 2ZV6 At"ding)
City State Zip Code Phone Number ity ❑ Village Town Nearest Road
Roberts, WI 54023 ( 7ff CR~ _~~IWTY Division Avenue Kinnickinuk Q New Construction UseE] Residential / Number of bedrooms 3 or 4 Code derived design
flow rate 450 or 600 GPD
❑ Replacement Public or commercial - Describe:
Parent material loess over till Flood Plain elevation if applicable NA ft.
General comments
and recommendations: Mound Syst_ y em 1.0 ft. sand fill 0.41oadin9 rate
To be designed by designer at construction time.
1❑ Boring # Boring
Q Pit Ground surface elev. 102.45 ft. Depth to limiting factor 24 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-4 7.5YR3/1 1 3fsbk mvfr cb 2vf-m 0.6 1.0
2 4-11 7 5YR3/1 1 2fsbk mfr as lvf-m 0.6 1.0
3 11-26 7.5YR3/3 sil 2fsbk mfr cs lvf-f 0.6 0.8
4 26-24 7.5YR3/3 scl 2fabk mfi as lvf-f 0.4 0.6
5 24-30 10YR5/6 f2d IOYR4/6 sl Om mfr 0.2 0.6
(Some gr.)
a Boring # ❑ Boring 104.15 31
Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-3 7.5YR2.5/1 1 2fsbk mvfr as lvf--co 0.6 1.0
2 3-9 7.5YR2.5/1 1 2fsbk mfr as lvf-m 0.6 1.0
3 9-16 7.5YR2.5/2 sicl 2fabk mfr aw lvf-m 0.4 0.6
4 16-23 7.5YR3/3 SO 1f--csbk mfi cw lvf-f 0.2 0.3
5 23-31 7.5YR3/3 scl 2fabk mf cw Ivf--m 0.4 0.6
6 31-36 7.5YR3/3 c1f7.5YR4/3 scl Om mfi 0.0 0.0
Some gr; few cobs)
* Effluent #1 = BOD > 30:5 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) S' tune CST Number
Ma Jo Hollister Hollister's Soil Testing & Design) 224832
Address Date Evaluation Conducted Telephone Number
W9875 690th Avenue, River Falls, WI 54022 04 - 09 - 07 (715) 426 - 1775
Property Owner BENSON, Theodore (Lot 5) Parcel ID # (Pending) page 2 of 3
Boring
Boring # El Pit Ground surface elev. 102.75 ft Depth to limiting factor 41 ✓in.
3e
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-11 7.5YR2.5/1 sil 2f-msbk mfr as lvf-m 0.6 0.8
2 11-16 7 5YR3/2 A 2fabk mfr cs lvf-m 0.6 0.8
3 16-25 7.5YR3/4 SO 2fsbk mfi as lvf--f 0.4 0.6
4 25-41 7.5YR4/4 is lmsbk mvfr as lvf--f 0.7 1.6
5 41-44 7.5YR4/4 f2f 7.5YR4/6 is 0m mvfr 0.7. 1.6
Some gr; few cobs)
E Boring # ri Boring
Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *042
E Boring # Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2
* Effluent #1 = BODS > 30 < 220 rrg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
SBD-8330Te t (R.07100)
1
Plot Plan for Site and Soil Evaluation Page 3 of 3
Property Owner ~o,~+ -r~+-~ ~
1"=40ft.
Legal Description SwIU OF Tiiv.- a & (except where noted
5 tz,-rz~n►~18W~ -SowA3 OF K~A)AACKIQM%e- Z'T. .0 =Backhoepi
;.PIT NOT I~.S~ p -
CRo\x COIAN M Wvs(!arjst N.
North
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Site Location:
w
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STe6 LE DRA-
CROIX CO
UNTY
PLA ING ZONING
August 11, 2006
Larry Murphy
Murphy Land Surveying
W7409 State Hwy 65
Beldenville, WI 54003
RE: Benson Concept Certified Survey Map - Kinnickinnic, Sec. 12
Code Administration Dear Mr. Murphy:
715-386-4680
Land Information &I reviewed the above-stated Concept CSM and have the following comment:
Planning
715-386-4674 In addition to all the required submittal items:
Real Pip rty 1. The creation of these lots will require road to be constructed in order to meet the
715730 G-4677
road frontage requirements. The CSM application should include the "addendum for
Recycling public improvements" along with all the mandatory submittal items. Under the
715-386-4675 current ordinance this road would need to be constructed and approved before
seeking final approval of the CSM.
If you have any questions or concerns, please feel free to contact our office.
Sincerely,
Alex Blackburn`
Zoning Specialist
/ml
cc: Owner - Theodore & Pamela Benson, 1453 CTH N, Roberts, WI 54023
Town of Kinnickinnic
David Phillipps
File
ST. CROiX COUNT" GOVERNMENT (ENTER
1101 R:v 4HAEL ROAD. HUDSON, Wi 5140,16
7153Bc-?68E a.x
~'nc t^-.s.AI,V'= CRC. 's -
Parcel 022-1033-30-110 02i29/2008 10:36 AM
PAGE 1 OF 1
Alt. Parcel 12.28.18.179A-20 022 - TOWN OF KINNICKINNIC
Current X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
00 0
Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner
O - BENSON, THEODORE P & PAMELA
THEODORE P & PAMELA BENSON
1453 HWY N
ROBERTS WI 54023
Districts: SC = School SP = Special Property Address(es): Primary
Type Dist # Description
SC 4893 RIVER FALLS
SP 0100 CHIP VALLEY VOTECH
Legal Description: Acres: 26.755 Plat: N/A-NOT AVAILABLE
SEC 12 T28N R1 8W SW NE EXC CSM 15/4094 Block/Condo Bldg:
EXC CSM 16/4428
Tract(s): (Sec-Twn-Rng 40 1 /4 160 1/4)
12-28N-18W SW NE
Notes: Parcel History:
Date Doc # Vol/Page Type
04/20/2006 823245 EZ-1
04/20/2006 823245 QC
07/12/2001 650908 1678/464 QC
2008 SUMMARY Bill Fair Market Value: Assessed with:
Use Value Assessment
Valuations: Last Changed: 06/11/2003
Description Class Acres Land Improve Total State Reason
AGRICULTURAL G4 21.755 3,200 0 3,200 NO
UNDEVELOPED G5 5.000 500 0 500 NO
Totals for 2008:
General Property 26.755 3,700 0 3,700
Woodland 0.000 0 0
Totals for 2007:
General Property 26.755 3,700 0 3,700
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: Batch
Specials:
User Special Code Category Amount
I
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
r. i,r,<:~I;N ,;.()j_.;F.,,
Plann;: VOL PAGE 4428
KAT H. WAL
DEC 1 REGISTER OF DEEDS
ST. CROIX CO., WI
RECEIVED FOR RECORD
It ru t recora2c; 12/19/2002 04 : 00PM
appioval date appravr i sru,ii c, REC FEE: 13.00
COPY ASFEE: 3.00
nu„:rr;± v ;b! P
CERTIFIED SURVEY MAP
Theodore P. and Pamela R. Benson
Located in part of the Southwest 114 of the Northeast '/4 of Section 12,
Township 28 North, Range 18 West, Town of Kinnickinnic,
St. Croix County, Wisconsin.
OWNER'S ADDRESS
-U vj Is
1453 COUNTY TRUNK HIGHWAY "N" LFEB 2'
ROBERTS, WI 54023
ST. CROIX COUNTY 1
,RECORD I
F
NORTH 114 CORNER
SECTION 12, T28 N, R 18 W
(FOUND COUNTY SERNTSENNAIL)
N
BEARINGS ARE REFERENCED
TO THE NORTH SOUTH 114
SECTION LINE OF SECTION 12,
T 28 N, R 18 W, ASSUMED AS
N00°0844' W.
" UNPLATTED LANDS
SCALE IN FEET 1 =200'
33133I
S 88°5843" E 504.39'
16o 1 0 2 0 471.38' 33,01'
NOTE- LOT 2 -
3: , UJ
OUTLOT 1 CONTAINS 15,840 SQUARE a 174,349 SQ. FT. OR 4.002 AC. 100
I FEET OR 0.364 ACRES. (13,662 SQUARE M (161, 940 SQ. FT. OR 3.741 AC. . I-
g N FEET OR 0.314 ACRES EXCLUDING EXCLUDING ROAD (pwl
Z I ROAD RIGHT OF WAY.) RIGHT OF WAY)
BUILDING SETBACK _
OUTLOT I IS A PRNATE DRIVEWAY o - - I g,
EASEMENT FOR INGRESS AND EGRESS g o N 88°5 '43• IN ~ 5 33' U
TO LOTS 2 AND 3. THE DRIVEWAY MUST Z $ - 471.32' - ;
W $ ENTER ONTO LOTS 2 AND 3 A MINIMUM = 264.33' art
OF 200 FEET WEST OF THE CENTERLINE N 88°5843" W
o o - g
LOT 1 OF DIMION AVENUE. S 88°58'43" z 0 g' I Z~
E
264.32' - 240.00 - .
- 471.31'
CERTIFIED
ERIF I ED g - s 88°58'43• E 504. _ 33.or ' 33
UNPLATTED LANDS ---s--------- W wl
SURVEY MA_P_ L0-T,-3*
T 3 co W W
_ 174,330 SQ. FT. OR 4.002 AC. 100'
VOLUME-75, N (162,920 SQ. FT. OR 3.740 AC. Cool in
;8 _EXCLUDING ROAD RIGHT OF i 0
PAGE 4094 PRIVATEDRNEWAYEASEMENT °o WAr BUILDING SETBACK 3
PER VOLUME 1678, PAGE 463 -
u' OF ST. CROX COUNTY RECORDS Z $
SW CORNER N 885843" W 456_57 33.01' . $
471.27' I g o
C.S.M. LOT i i
- . - - - - - - _ N. 88°58'43" W 504.28'
395.69' ` O- 906.90'
SOUTHUNESWI/4NE1/4 ---------S88°58'43'E 1335.60'
- SE CORNER
UNPLATTED LANDS SW1/4-NE1k a ~
o
~
~ a 33-133
,S°°NS% LEGEND z;
DATED. LAURENCE ° : 0 INDICATES 1-114'O.D. x 18'IRON PIPE Z{ ~i
MAY 17 2002
~ SET (MIN. WE -1.13 LBAIN. FT)
. ;
wt O ,
MUR H
z S Vf3 : * • INDICATES 1-114'0.D. IRON PIPE FOUND
A0 ° FALLS, O A SOIL BORINGS (PROPOSED SEPTIC SYSTEM) j' 10C
SOUTH I14 CORNER wt.°•~~ Z
(FOUND SECTION 12, 1-1/4'T 28O.D. lRRON 18 PIWPE) ° ° SECTION CORNER MONUMENT (AS NOTED)
.pF SJ ~
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